4075NO'EE: I .
With propr validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: Jan 22, 2004
LOCATION OF CONSTRUCTION Monroe St 150ft N/0 Ave 62
Subdivision Improvement Permit— Class III
Minor Improvement Permit Class IV
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Dry Utility Crossing (Blectric4iAtch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Zit wide trench crossinit
Monroe Street
DIMENSION OF INSTALLATION OR REMOVAL 2ft wida by 40ft
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN Call Mick Oneil
APPROXIMATE TIME OF COMPLETION Same day start
ESTIMATED CONSTRUCTION COST $ 1550.00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) _
In consideration of the granting of this permit, the applicant hereby agrees to:
DLIM 11
1%V 2 9 2004
CITY QF LA QUI14-M
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Mick O'Neil / 51-455 Desert Club Dr; La Quinta; 771-2295; Cell 801-9133
Name of Applicant (please print) Business Address Telephone No.
Resort Communications; 51-455 Desert Club Dr; La Quinta; 771-2295
Name of Contractor and Job Foreman Business Address Telephone No.
777961
Contractor's License No.
14776
City Business License No.
Scottsdale ins. Co. CLS0923683
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
100.00
$ 100.00
Receipt No.
Received by Date
0
�� �
ti 4075
PERMIT NO.
PERMIT VALIDATION
4075
DATE APPROVED 1-29-04
EXPIRATION DATE 2-9-04
DATE,ISSU\END !' ` �k
By
Administrative Authority
Recorded by 11Telephone: (760) 777-7075
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4075
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall. be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, ,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( *' N/A *' ) aggregate sub -base course having an
"R" value of not less than ('* N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/4") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ('* N/A ") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 Yz') of A.C. paving on (" N/A ") of class (" N/A " )
aggregate base.
® Rg SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered' during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (Y) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( " N/A " ) aggregate base shall be placed no later than ( 7 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by.the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
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NO SCALE
MONROE ST.
cC
AVE. 61 /
ROAD
CONSTRUCTION'
AHEAD
500''
W17 500
W17
EXISTING 500' � 1,� I O
EXISTING
CUP 1'
EXISTIN � u
EXISTING
0
all'
41&.4
-
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ROAD
STRUC'
AHEAD
55
Electric Line to Lift Station
Prime Gon"CW TratBo c-w contra*'
Resort Communications Tops N Barricades, Inc.
Plane Pr PMW By Baeed on SWWwd
(800)852-TOPS • Ron Fifield CALTRANS T-13
SbW r Date Pertml Number
1 1/22/04 To Be Issued on Approval
500' 500' 750'
W.17
EXISTING
•
ION PREPARE
TO STOP EXISTING
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION (CALTRANS) MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED
TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY COUNTY OF RIVERSIDE OR CITY OF LA QUINTA
REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS,
BARRICADES AND DEUNEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE
A MINIMUM 7 BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS,
THE ROAD SHALL BE CLEAR OF DEBRIS AND, RETURNED TO NORMAL..
7. THIS IS A TYPICAL THE CONES WILL NEED TO BE CHANGED TO THE OTHER SIDE TO COMPLETE THE CROSSING.
AVE. 62
• ROAD
CONSTRUCT
/ AHEAD
UQ;
EXISTING
500'
500'
EXISTING
ROAD
STRUCI
AHEAD
a-.
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LOCATION:.:
I N/0 AVE: 62 & W/0 MONROE ST. --� —
LA QUIN TA, CA 92253
NO.T •.T0 . SCALE.
R.7, ..Sec.6
PROJECT: P.-4725 NW 4014011 C.S.P. 7714' SHEET 1 OF 1
REV1SlON CHART : WERIAL IRRIGATTON DISTT�ICT.t
DALE . REV BY DESCRp"' I1D?ERIAI, CA
Calls TOLL FREE. ° 31 RZR i4:1GE PAN0. Loc. CO C nriymi0N
1400 UNDERGROUND bISfRIBUTION N
422-4133 for
- vtDi SHEA �{pYES INC.
itivD M^ORI(INO DAYS 61 2 A4E 62 a
BEFORE YOU Dp . rum U QUINTA, CA 82253 _„
Jam,
� J4 EXISTING
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PLOCATION:
A 0 AVE. 62 '& VO ' MONROE. ST.
L
QUINTA, CA 92253
PROJECT: P.— 4725
REVISION CHART
DAIS: REV BY. DESCRIPTION
Cali' TOLL FREE:: O Ji RZR EIR P a.
1400 .
422-4133
. 7W0 WORKING GAYS
BEFORE YOU DIG .
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NO.T '.TO . SCALE ,
T.:6:; R:7, Sec.6
014011 C.S.P. 7714 SHEET 1 of 1
: , 'IMPERIAL IRRIGATION DISTRICT. `
CO C . RIPM L CA D• 0
UNDERGROUNfor DISTRIBUTION
YAM 111-8H011ES INC. - • �r
8 92 A4E 62. a
rouu lA QUIWA, CA SUM
Taw oG .ia�Qulatw
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o �
4h� PUBLIC WORKS
OF r9 `A
Date:
v. -.
(DEPARTMENT
i
FOR OR PERMIT
ti�o tl w
Location of Construction: 0 Q•pts�, ;
Purpose of Construction:
Description of Construction: ,z - XW
-ei5t44
Dimension of Installation or Removal: Alb
Far
Approximate Construction Start Date: ;2 h, D
Approximate Construction Completion Date:
Estimated Construction Cost: $ l
Estimated Construction Cost shall include the removal of all obstructions, material ,
placing permanent resurfacing and or replacing improvements
S O, DO
and debris, back -filling, compaction and
Name of Applicant: UG K Elc
Applicant Address: - ��
Applicant Telephone Number:
_
Name of Contractor: >✓ B7rn' [,pll,(. [A
Contractor Address:
Contractor Telephone Number: 771—
Contractor State License Number: C/ -41• e-
Contractor City Business License Number:
v
i I A.�
Applicant or Contractor General Liability Insurance CoMpany,
Applicant or Contractor General Liability Insurance Po
cy umber:
5�
Office Use Only: Office
Inspection Fee: (n Assigned
Permit Fee: iOVva J J Approval
As -Built Expi
Deposit: Date:
Dust Control Issue
Deposit: Date:
Credit
.Amount: Admi
TOTAL FEE DUE: h/Oe O
Use Only:
Permit Number:
Date: �1J
tion
iistrative Authority
JAN.29.2004 08:52 7607716556 RESORT COMM #0589 P.001/001
"WEVE GOT YOUR BUSINESS WIRED
La
Fax of Rieet
To: Anthony Public Works Frum: Mick O'Neil
Fax: 760 7771233 Pagm 1 of 1
Phone: 760 777 7075 Data January 27, 20(A
Re: Cost of Street Crossing, City of La Quinta
Cast of c rnssiny, i� Monroe and 62-1 Avenue:
r
S500.00 for Trench and Compaction; $900.00 for Asphalt Repair; and $150.00 for Traffic: ConlroL
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